HomeMy WebLinkAboutpg. 11 C501 Sanitary Sewer Plan & Profile17 L.F. -6"
WYE LAT.
STA. 0 +40
EATHERMOOR PARK DRIVE NOR
73 L.F. -6"
WYE LAT.
STA. 1+07
77 L.F. -6"
WYE LAT.
STA. 1+79
0±01
TA. 1+75 N.
11 L.F. -6"
WYE LAT.
STA. 1+63
12 L.F. -6"
WYE LAT.
STA. 2 +54
78 L.F. -6"
WYE LAT.
STA. 2 +53
12 L.F. -6"
WYE LAT.
STA. 3 +89
78 L.F. -6"
WYE LAT.
STA. 3 +42
12 L.F. -6"
WYE LAT.
STA. 4 +39
78 L.F. -6"
WYE LAT.
STA. 4 +38
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107
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8" S.D.R. 35
P.V.C. N. INV.= 900.29
8" S.D.R. 35
P.V.C. S. INV.= 900.19
111
110
FULL DEPTH
GRANULAR
BACKFILL
79 L.F. -6"
WYE LAT.
STA. 1 +19
PROPOSED
WATER
1
1
1
1
PROPOSED GRADE
EXISTING GRADE
SCALE: 1"=50' HOR.
1"=5' VERT.
NOTE: THERE SHALL BE A 12" Mlk. COVER
FROM TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSINGS.
0 18" R.C.P.
INV.= 908.66±
8" S.D.R. 35 P.V.C.
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190 L.F.
0.60%
140
S.D.R. 35 P.V.C.
141
NOTES
142
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT.
AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
DENOTES FULL DEPTH GRANULAR BACKFILL
SCALE: 1"= 50'
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SHEET NO.
C501
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JOB N°* 4176034